ASPHALT SHINGLES OVER ASPHALT IMPREGNATED FELTS OVER 1/2" EXTERIOR PLYWOOD SHEATHING OVER ICE & WATER SHIELD AS REQ'D
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(2) 2x8 TREATED T&G SPLASH PLANKING
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REINFORCED CONCRETE FTG.
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OVER 1/2" SHEATHING
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BY PRE-ENGINEERED
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BUILDING SUPPLIER
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DIMENSION
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BY PRE-ENGINEERED
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BUILDING ENGINEER
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VAPOR BARRIER
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CONT. TREATED BLOCKING
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PRE-FINISHED METAL
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SILL FLASHING @ BASE.
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1.AIR BARRIER TO BE HARDIE WRAP PRO FLASHING INSTALLED PER AIR BARRIER TO BE HARDIE WRAP PRO FLASHING INSTALLED PER MANUFACTURER'S INSTALLATION REQUIREMENTS.
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INSTALL ICE & WATER SHIELD 3'-0" MIN FROM EXTERIOR WALL - TYP.
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HOLD SIDING
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4" ABOVE GRADE, TYP.
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NOTE:
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EXTEND WALL MEMBRANE & FLASHING DOWN
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CONT. VENT
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3/8" CEMENT FIBER
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SOFFIT - PAINT
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3
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12
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CONCRETE FOOTING
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ADJACENT MATERIALS
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SEE PLANS FOR
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BOLLARD
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PAINTED STEEL PIPE
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EXP. JT.
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1/2" CROWN
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ROUNDED CONC. TOP
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Cart Storage Building
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Title
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Owner
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Drawing No.
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Project
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Comm. No.
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1758
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ISSUE DATE
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Mechanical and Electrical Engineers
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Structural Engineer
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Civil Engineer & Landscape Architect
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Foodservice Designer
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07/10/2017
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22541
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me or under my direct supervision and that I am
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I hereby certify that this drawing was prepared by
INSULATED H.M. PASSAGE DOOR (3'-0" X 7'-0") W/ PAINTED H.M. DOOR FRAME
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12" X 18" PREFINISHED METAL WALL LOUVER (EACH GABLE)
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1.GENERAL CONTRACTOR SHALL PROVIDE A PRE-ENGINEERED POST FRAME BUILDING FROM A POST GENERAL CONTRACTOR SHALL PROVIDE A PRE-ENGINEERED POST FRAME BUILDING FROM A POST FRAME BUILDING MANUFACTURER. 2.BUILDING IS TO BE A PRE-ENGINEERED POST-FRAME STRUCTURE. SEE SPECIFICATIONS. BUILDING IS TO BE A PRE-ENGINEERED POST-FRAME STRUCTURE. SEE SPECIFICATIONS. 3.GENERAL CONTRACTOR SHALL PROVIDE SIGNED ENGINEER DRAWINGS ROM A PRE-ENGINEERED GENERAL CONTRACTOR SHALL PROVIDE SIGNED ENGINEER DRAWINGS ROM A PRE-ENGINEERED POST FRAME BUILDING MANUFACTURER WITH AN ENGINEER LICENSED IN THE STATE OF MINNESOTA FOR ALL STRUCTURAL COMPONENTS, TO INCLUDE FOOTINGS, STRUCTURAL FRAME AND ROOF STRUCTURE. SIGNED ENGINEER DRAWINGS TO BE SUBMITTED FOR PERMITTING. 4.GENERAL CONTRACTOR SHALL PROVIDE THE FOLLOWING ITEMS FROM A PRE-ENGINEERED GENERAL CONTRACTOR SHALL PROVIDE THE FOLLOWING ITEMS FROM A PRE-ENGINEERED POST-FRAME BUILDING MANUFACTURER: FOUNDATIONS, PRIMARY & SECONDARY STRUCTURAL FRAME, ROOF TRUSS FRAMING AND SHEATHING. POST-FRAME BUILDING SUPPLIER TO PROVIDE ROUGH OPENINGS FOR DOORS, WINDOWS, LOUVERS AND VENTS PER THE DRAWINGS. 5.GENERAL CONTRACTOR MAY PROVIDE SHINGLE ROOF ASSEMBLY AND SIDING FROM A GENERAL CONTRACTOR MAY PROVIDE SHINGLE ROOF ASSEMBLY AND SIDING FROM A PRE-ENGINEERED POST FRAME BUILDING MANUFACTURER IF IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS. 6.THE BUILDING SECTIONS AND DETAILS ARE SHOWN FOR DESIGN INTENT. THE GENERAL THE BUILDING SECTIONS AND DETAILS ARE SHOWN FOR DESIGN INTENT. THE GENERAL CONTRACTOR SHALL PROVIDE A PRE-ENGINEERED POST FRAME BUILDING WITH COMPONENTS AND MATERIALS THAT CONFORM TO MEET ALL STATE AND LOCAL CODES. 7.ALL DIMENSIONS TO CENTER OF COLUMN U.N.O. ALL DIMENSIONS TO CENTER OF COLUMN U.N.O. 8.PAINT ALL H.M. DOOR FRAMES PAINT ALL H.M. DOOR FRAMES 9.SEE CIVIL, STRUCT., MECH., & ELEC. DRAWINGS FOR FURTHER INFORMATION SEE CIVIL, STRUCT., MECH., & ELEC. DRAWINGS FOR FURTHER INFORMATION 10.NOT USED NOT USED 11.GENERAL CONTRACTOR TO VERIFY EXISTING CONDITIONS AND NOTIFY ARCHITECT OR OWNER OF GENERAL CONTRACTOR TO VERIFY EXISTING CONDITIONS AND NOTIFY ARCHITECT OR OWNER OF ANY DISCREPANCIES.
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8'-0" WIDE X 7'-0" HIGH OVERHEAD DOOR (INSULATED)
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6" ST. PIPE BOLLARD, CONC. FILLED. SET IN CONC. FOOTING TO 48" BELOW GRADE, DIAMOND CONTROL JOINT AT SLAB
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LAMINATED ASPHALT SHINGLE ASSEMBLY TO MATCH COMMUNITY BUILDING
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2"X12" WOOD BUMPER @ PERIMETER (2'-2" HIGH TO TOP)
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5
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TYP. WALL SECTION
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3/4"-1'-0"
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4
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BOLLARD DETAIL
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3/4"-1'
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9
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10
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11
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NOT USED
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FIBER CEMENT BOARD SIDING; SIDING TO MATCH COMMUNITY BUILDING, PAINT
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LAMINATED ASPHALT SHINGLES
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INSULATED OVERHEAD DOOR
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H.M.FRAME AND H.M. INSULATED DOOR, PAINTEDFRAME AND H.M. INSULATED DOOR, PAINTED
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EXTERIOR LIGHT FIXTURE, SEE ELECTRICAL
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NOT USED
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6" ST. PIPE BOLLARD, CONC. FILLED. SUNK IN CONC. FOOTING TO 48" BELOW GRADE, DIAMOND CONTROL JOINT AT SLAB - SEE 4/a2.0
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5" THICK REINFORCED CONCRETE APRON
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MECH. LOUVER, SEE MECHANICAL, PAINT TO MATCH SIDING
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CONTINUOUS RIDGE VENT
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5/4" FIBER CEMENT TRIM BOARD (SIZE IN PARENTHESES)
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13
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FIBER CEMENT FASCIA BOARD AND TRIM
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MINIMUM 5" CONCRETE INTERIOR SLAB REINFORCED W/6x6-W2.1xW2.1 WELDED WIRE REINFORCING LOCATED IN UPPER " OF SLAB. CONCRETE TO HAVE MINIMUM 28-DAY 13" OF SLAB. CONCRETE TO HAVE MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 4,000 PSI; MAXIMUM " AGGREGATE; MAXIMUM WATER-CEMENT 34" AGGREGATE; MAXIMUM WATER-CEMENT RATIO OF 0.48; 6% +/- 1.5% ENTRAINED AIR AT ALL CONCRETE IN UNHEATED OR EXTERIOR EXPOSURES. SUBMIT MIX DESIGNS FOR APPROVAL PRIOR TO PLACEMENT. CUT CONTROL JOINTS AT MAXIMUM SPACING OF 15 FEET O.C. WITHIN 8 HOURS OF SLAB PLACEMENT (NO L-SHAPED PANELS OF PANEL WITH LENGTH/WIDTH RATIO GREATER THAN 1.5) SUBMIT JOINT LAYOUT TO ARCHITECT FOR APPROVAL
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13
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5" CONCRETE APRON-SLOPE AWAY FROM BUILDING "/FOOT. SEE 14"/FOOT. SEE CART SHED KEYNOTE #1 FOR ADDITIONAL INFORMATION
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14
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CONTROL JOINT
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15
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CONT. TREATED BASE AROUND ENTIRE PERIMETER
FLOOR PLAN GENERAL NOTES
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a2.1
NORTHNORTHNORTH
emanuelson-podas
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OFFICE
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RETAIL/SERVICE
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COMMUNITY ROOM
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COMMUNITY ROOM
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STOR.
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KITCHEN
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PREP.
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KITCHEN
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MEN'S ROOM
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WOMEN'S ROOM
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CORRIDOR
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UTILITY ROOM
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STORAGE
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101B
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100C
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100B
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F.D.
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F.D.
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F.D.
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a7.1
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TYP
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TYP
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CLEAR
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2
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a5.2
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TYP.
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DOWNSPOUT LOCATIONS TO GRADE - SEE CIVIL DRAWINGS FOR WATER COLLECTION AND ROUTING DETAILS
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STONE LANDSCAPE PLANTER WALL AND CAP - SEE STRUCTURAL AND CIVIL DRAWINGS
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RETAIL SLAT WALL AND BASE CABINET MILLWORK - SEE DETAILS ON SHEET a7.1 AND a7.3
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HIGH/LOW DRINKING FOUNTAIN WITH BOTTLE FILLER, SEE MECH. - PROVIDE IN-WALL BLOCKING AS REQUIRED
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MOP SINK, SEE MECH. - PROVIDE SST SHELF W/ INTEGRAL MOP HANGERS AND HOOKS
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SERVICE COUNTER AND DIE WALL - SEE DETAILS ON a7.1 AND a7.3 - PROVIDE IN WALL STEEL SUPPORT POSTS WITH BASE PLATE, ANCHOR TO SLAB
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KITCHEN PASS-THRU WINDOW AND SHELF - SEE FOOD SERVICE DRAWINGS
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OPERABLE PARTITION WALL SYSTEM AND DOOR ASSEMBLY - BASIS OF DESIGN: BASIS OF DESIGN: : NANAWALL SL454 PREFIN. ALUM. FRAME W/ TEMP. GLASS SEE SPECIFICATIONS REP: KATIE STOMBAUGH, ALUMA SPEC INC., 651-451-9522, EXT. 094
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OPERABLE ACOUSTIC PARTITION DIVIDER WALL SYSTEM - BASIS OF DESIGN: BASIS OF DESIGN: : MODERCO-SIGNATURE SERIES 8500 PAIRED PANELS SEE SPECIFICATIONS REP: CRAIG HIDDE, SKOLD COMPANIES, 612-655-1423
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4” HIGH CONCRETE SERVICE PAD - SEE MECHANICALHIGH CONCRETE SERVICE PAD - SEE MECHANICAL
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OPERABLE ACOUSTIC PARTITION DIVIDER WALL SYSTEM TRACK ABOVE - SEE RCP ON SHEET a9.1
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MECHANICAL DISTRIBUTION SOFFIT - PROVIDE FULLY ENCLOSED 5/8” GYP. BD. GYP. BD. OVER METAL STUD FRAMING ASSEMBLY - SEE DETAILS ON SHEET a4.3 AND a4.4
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FLAT ROOF FOR MECHANICAL EQUIPMENT - SEE SHEET a2.2 AND MECH. DRAWINGS
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PRIMARY AND OVERFLOW ROOF DRAINS - SEE MECHANICAL
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PREFINISHED METAL COPING WITH CONTINUOUS KEEPER AT TOP OF FLAT ROOF PARAPET WALL ASSEMBLY - SEE DETAILS ON SHEET a5.2
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1.ALL OVERALL EXTERIOR BUILDING DIMENSIONS TO CENTERLINE OF STUD ALL OVERALL EXTERIOR BUILDING DIMENSIONS TO CENTERLINE OF STUD WALL, NOT TO FACE OF EXTERIOR WALL FINISH
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2.INTERIOR WALLS DIMENSIONED TO CENTERLINE OF STUD U.N.O.INTERIOR WALLS DIMENSIONED TO CENTERLINE OF STUD U.N.O.
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3.SLOPE EXTERIOR CONCRETE SLABS AWAY FROM BUILDINGS AT 1/4” PER SLOPE EXTERIOR CONCRETE SLABS AWAY FROM BUILDINGS AT 1/4” PER PER FOOT U.N.O. - NO PONDING OF WATER ALLOWED - SEE CIVIL DRAWINGS
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4.SLOPE INTERIOR SLAB TO FLOOR DRAINS FROM CORNERS OF ROOM AT 1/4" SLOPE INTERIOR SLAB TO FLOOR DRAINS FROM CORNERS OF ROOM AT 1/4" PER FOOT, SET DRAINS SO NO LIP OCCURS AT EDGE OF FLOOR TILE FINISH
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5.ALL DOORS TO HAVE ADA COMPLIANT SIGNAGEALL DOORS TO HAVE ADA COMPLIANT SIGNAGE
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6.SEE STRUCTURAL FOR ALL IN WALL STEEL FRAMING INFORMATIONSEE STRUCTURAL FOR ALL IN WALL STEEL FRAMING INFORMATION
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7.SEE MECHANICAL AND ELECTRICAL DRAWINGS FOR MORE INFORMATIONSEE MECHANICAL AND ELECTRICAL DRAWINGS FOR MORE INFORMATION
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8.SEE CIVIL AND LANDSCAPE DRAWINGS FOR MORE INFORMATION RELATED TO SEE CIVIL AND LANDSCAPE DRAWINGS FOR MORE INFORMATION RELATED TO SITE WORK AND DOWNSPOUT LOCATIONS
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9.SEE FOODSERVICE DRAWINGS FOR KITCHEN EQUIPMENTSEE FOODSERVICE DRAWINGS FOR KITCHEN EQUIPMENT
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10. SEE SHEET a2.1i FOR FINISHES INFORMATION SEE SHEET a2.1i FOR FINISHES INFORMATION
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11. SEE SHEET a7.1 FOR ENLARGED PLANS OF KITCHEN AND TOILET ROOMS SEE SHEET a7.1 FOR ENLARGED PLANS OF KITCHEN AND TOILET ROOMS
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12. SEE SHEET a8.1 FOR DOOR SCHEDULE AND WINDOW/GLASS TYPES SEE SHEET a8.1 FOR DOOR SCHEDULE AND WINDOW/GLASS TYPES
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P1
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2"X6" STUD FRAMING @ 16" O.C. WITH 5/8" GYP. BD. EACH FACE OF WALL.
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2"X4" STUD FRAMING @ 16" O.C. WITH 5/8" GYP. BD. EACH FACE OF WALL.
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SAME AS P1 EXCEPT PROVIDE 5/8" CEMENT BOARD AT WALL TILE FINISH
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2” X 6” STUD FRAMING @ 16” O.C. WITH 5/8” CEMENT BOARD AT WALL TILE X 6” STUD FRAMING @ 16” O.C. WITH 5/8” CEMENT BOARD AT WALL TILE STUD FRAMING @ 16” O.C. WITH 5/8” CEMENT BOARD AT WALL TILE O.C. WITH 5/8” CEMENT BOARD AT WALL TILE CEMENT BOARD AT WALL TILE FINISH AND 1/2" CEMENT BOARD AT FRP FINISH
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SAME AS P4 EXCEPT 2” X 4” STUD FRAMING X 4” STUD FRAMING STUD FRAMING
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2"X4" STUD FRAMING @ 16" O.C. WITH 1/2" CEMENT BOARD EACH FACE OF WALL AT FRP FINISH
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2” X 4” STUD FRAMING @ 16” O.C. WITH 5/8” GYP. BD. ONE FACE OF X 4” STUD FRAMING @ 16” O.C. WITH 5/8” GYP. BD. ONE FACE OF STUD FRAMING @ 16” O.C. WITH 5/8” GYP. BD. ONE FACE OF O.C. WITH 5/8” GYP. BD. ONE FACE OF GYP. BD. ONE FACE OF WALL AND 1/2” CEMENT BOARD AT FRP FINISH CEMENT BOARD AT FRP FINISH
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SAME AS P6 EXCEPT WALL TILE FINISH
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2” X 4” STUD FRAMING @ 16” O.C. WITH 1/2" CEMENT BOARD AT WALL TILE X 4” STUD FRAMING @ 16” O.C. WITH 1/2" CEMENT BOARD AT WALL TILE STUD FRAMING @ 16” O.C. WITH 1/2" CEMENT BOARD AT WALL TILE O.C. WITH 1/2" CEMENT BOARD AT WALL TILE FINISH - ONE SIDE ONLY, FULL HEIGHT
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2” X 4” STUD FRAMING @ 16” O.C. WITH 5/8" GYP. BD. - ONE SIDE ONLY X 4” STUD FRAMING @ 16” O.C. WITH 5/8" GYP. BD. - ONE SIDE ONLY STUD FRAMING @ 16” O.C. WITH 5/8" GYP. BD. - ONE SIDE ONLY O.C. WITH 5/8" GYP. BD. - ONE SIDE ONLY
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2” X 6” STUD FRAMING @ 16” O.C. WITH 1/2" CEMENT BOARD AT STONE X 6” STUD FRAMING @ 16” O.C. WITH 1/2" CEMENT BOARD AT STONE STUD FRAMING @ 16” O.C. WITH 1/2" CEMENT BOARD AT STONE O.C. WITH 1/2" CEMENT BOARD AT STONE FINISH - ONE SIDE ONLY
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DUAL STEEL COLUMN (PRE-PRIMED FOR PAINT) AND STONE BASE ASSEMBLY - SEE DETAILS ON SHEET A4.4
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ADA HEIGHT SERVICE COUNTER AND DIE WALL - SEE DETAILS ON a7.1 AND a7.2 - PROVIDE IN WALL STEEL SUPPORT POSTS WITH BASE PLATE, ANCHOR TO SLAB
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BACK SERVICE COUNTER AND BASE CABINETS - SEE SHEET a7.3
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OUTDOOR GAS FIREPLACE UNIT - BASIS OF DESIGN: BASIS OF DESIGN: : MONESSEN-ODGR 500, 42", SST, W/SAFETY SCREEN ZERO CLEARANCE AND VENT FREE UNIT SEE SPECIFICATIONS
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INDOOR GAS FIREPLACE UNIT - BASIS OF DESIGN: BASIS OF DESIGN: : NAPOLEAN-ASCENT B42, DIRECT VENT ZEN FRONT (SAFETY SCREEN) SEE SPECIFICATIONS
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FEATURE WALL WITH TV CABINET MILLWORK ABOVE - SEE INTERIOR ELEVATIONS ON SHEET A7.2
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PIER ASSEMBLY W/ MILLWORK DISPLAY - SEE DETAILS ON SHEET a5.3
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PROVIDE 1/2” AC PLYWOOD FROM SLAB TO CEILING IN LIEU OF GYP. BD. - AC PLYWOOD FROM SLAB TO CEILING IN LIEU OF GYP. BD. - ENTIRE LENGTH OF WALLS, PROVIDE CONT. SEALANT AT ALL PANEL TO PANEL JOINTS AND TO CEILING, PAINT
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PROVIDE FULL HEIGHT FRP WALL FINISH OVER 1/2" CEMENT BOARD IN LIEU OF GYP. BD. AT KITCHEN EQUIPMENT COUNTER LOCATION (4'-0” ON WEST WALL, ON WEST WALL, 8'-0” ON NORTH WALL) ON NORTH WALL)
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STONE WALL VENEER AT CHIMNEY ASSEMBLY - SEE DETAILS ON SHEET a4.4
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MILLWORK, DOUBLE-ACTING WOOD GATE ASSEMBLY - SEE DETAILS ON SHEET a7.1 AND a7.3
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PROVIDE (3) 30' HIGH FLAGPOLES - FLAGS BY OWNER
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INTERIOR WINDOW FRAME AND TEMPERED GLAZING - SEE a7.2 AND a7.3
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13. FLOOR DRAINS (F.D.) SHOWN FOR REFERENCE ONLY - SEE MECHANICAL FLOOR DRAINS (F.D.) SHOWN FOR REFERENCE ONLY - SEE MECHANICAL
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P1
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P10
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Floor Plan
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FLOOR PLAN - LOW (4'-0" A.F.F).
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1/8"=1'-0"
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2
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FLOOR PLAN - HIGH (11'-0" A.F.F).
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1/8"=1'-0"
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Title
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Owner
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Drawing No.
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Project
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Comm. No.
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1758
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ISSUE DATE
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Mechanical and Electrical Engineers
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Structural Engineer
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Civil Engineer & Landscape Architect
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Foodservice Designer
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07/10/2017
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22541
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me or under my direct supervision and that I am
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I hereby certify that this drawing was prepared by
PT.X/WT.4 PT.X/WT.4 WT.4 ON WET WALLS TO 5' A.F.F. -
SEE a7.2 AND a7.3
PT.X
-
PT.X/WT.1 WT.1 AT DRINKING FOUNTAIN WALL
PT.X PT.X PT.X PT.X PT.1GYP.BD
PT.1GYP.BDPT.X PT.X PT.X PT.X
PTB.1
PTB.1
PTB.1 VINYL
CEILING TILE
PT.X
SEE a7.2 AND a7.3 FOR
CONSTRUCTION
WT.4 ON WET WALLS TO 5' A.F.F. -
SEE a7.2 AND a7.3
SEE a7.2 AND a7.3 FOR
CONSTRUCTION
NOTE: PT.X COLOR WILL BE DETERMINED AFTER MOCK-UPS PROVIDED.
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OFFICE
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103
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RETAIL/SERVICE
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102
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COMMUNITY ROOM
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COMMUNITY ROOM
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STOR.
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KITCHEN
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106
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PREP.
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KITCHEN
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105
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MEN'S ROOM
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WOMEN'S ROOM
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CORRIDOR
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UTILITY ROOM
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STORAGE
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111
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F.D.
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F.D.
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F.D.
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F.D.
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F.D.
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F.D.
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F.D.
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F.D.
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FT.2
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FT.2
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LVT
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SC
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CPT.1
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LVT
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CPT.1
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FT.1
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CPT.1
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SC
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FT.1
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CPT.1
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CPT.2
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CPT.1
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FT.2
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FRP.1
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FRP.1
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FT.1
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CPT.2
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CPT.1
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-TYP.
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CPT.2
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FT.1
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FT.1
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CPT.1
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FT.1
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CPT.1
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FT.1
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CPT.1
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WT.3
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WT.3
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CPT.1
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FT.1
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WT.1
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FT.1
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CPT.2
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FT.1
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CPT.1
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CPT.1
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CPT.1
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CPT.1
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CPT.1
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FT.1
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PATTERN DIRECTION
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PATTERN DIRECTION
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PATTERN DIRECTION
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1
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CPT.2
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1. SEE PROJECT MANUAL FOR FINISH SPECIFICATIONS AND INSTALLATION SEE PROJECT MANUAL FOR FINISH SPECIFICATIONS AND INSTALLATION INSTRUCTIONS 2. ALL PAINTED METAL GRILLES, LOUVERS, ETC. TO BE POWDER COAT FINISHED TO ALL PAINTED METAL GRILLES, LOUVERS, ETC. TO BE POWDER COAT FINISHED TO MATCH THE MATERIAL ON WHICH THEY ARE MOUNTED 3. PAINTING CONTRACTORS APPLICATION OF WALL FINISH CONSTITUTES PAINTING CONTRACTORS APPLICATION OF WALL FINISH CONSTITUTES ACCEPTANCE OF WALL CONDITION AND RESPONSIBILITY FOR IMPERFECTION CORRECTION 4. ALL TRIM TO BE STAINED UNLESS OTHERWISE NOTED ALL TRIM TO BE STAINED UNLESS OTHERWISE NOTED 5. ALL HM FRAMES TO BE PAINTED ALL HM FRAMES TO BE PAINTED 6. ALL WALLS TO BE PAINTED UNLESS OTHERWISE NOTED ALL WALLS TO BE PAINTED UNLESS OTHERWISE NOTED 7. PROVIDE HARDIEBACKER 500 CEMENT BOARD BEHIND ALL WALL TILE FINISH AREAS PROVIDE HARDIEBACKER 500 CEMENT BOARD BEHIND ALL WALL TILE FINISH AREAS 8. MATERIALS AND FINISHES ARE CONSIDERED THE BASIS OF DESIGN PRODUCT. OWNER MATERIALS AND FINISHES ARE CONSIDERED THE BASIS OF DESIGN PRODUCT. OWNER MAY SELECT OTHER COLOR OPTIONS WITHIN THE SELECTED PRODUCT LINE
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QUARTZ (SS.1) COUNTERTOP - SEE 9/a7.1
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TILE (WT.3) FINISH ON DIE WALL
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NOT USED
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CT.1
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VCT.1
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RUB.1
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FLOORING TRANSITIONS
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WALL FINISH TAG
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MASONRY (ST.1) CHIMNEY
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CONCRETE PAVING - SEE CIVIL FOR PATTERN AND CONCRETE TYPES
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PROVIDE 'L'-SHAPED SCHLUTER FLOORING TRANSITION - BRUSHED SST - PROVIDE FLUSH TRANSITION @ JOINT
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PROVIDE TAPERED FLOOR TRANSITION
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SEE SHEET a7.1 FOR WALL FINISH INFORMATION
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9
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PROVIDE FRP @ ALL WALLS ABOVE FT.1 FOR SERVER STATION
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BRUSH SST WALL PANEL OVER 1/2" CEMENT BOARD FROM T.O. TILE BASE TO B.O. HOOD - FULL LENGTH OF HOOD
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C.1
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H
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C
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C.7
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D
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B
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Finishes Floor Plan
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Owner
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Project
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Comm. No.
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1758
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ISSUE DATE
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Mechanical and Electrical Engineers
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Structural Engineer
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Civil Engineer & Landscape Architect
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Foodservice Designer
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07/10/2017
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22541
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me or under my direct supervision and that I am
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I hereby certify that this drawing was prepared by
MFR: NOVABELL STYLE: MILANO FLOOR 4 DESIGN COLOR: NAVIGLI SIZE: 12"x24" PATTERN: GRID GROUT: TBD REP: JENNIFER CHRISTOPHER JENNIFER CHRISTOPHER TILExDESIGN 612-280-9197 [email protected]
MFR: TBD STYLE: PLAIN SLICED WHITE OAK SEE SH. a8.1 FOR DETIALS FINISH: STAIN & FINISH
GENERAL NOTES: FURN. & EQUIP. PLAN
KEY NOTES: FURNITURE & EQUIP. PLAN
····
a2.1fe
emanuelson-podas
NORTHNORTH
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1
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7
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TV MONITOR AND MILLWORK CABINET W/SLIDING DOOR ASSEMBLY, LOCKABLE
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SEE FOOD SERVICE DRAWINGS FOR KITCHEN EQUIPMENT
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60" DIA. TABLE W/(8) CHAIRS
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4
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48" DIA. TABLE W/(6) CHAIRS AND UMBRELLA
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5
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48" DIA. TABLE W/(6) CHAIRS
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3
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30" DIA. TABLE W/(4) CHAIRS
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2
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BAR HEIGHT STOOL
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6
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1.G.C. TO PROVIDE BLOCKING AT LOCATIONS SCHEDULED TO RECEIVE WALL G.C. TO PROVIDE BLOCKING AT LOCATIONS SCHEDULED TO RECEIVE WALL MOUNTED MILLWORK, COUNTERTOPS, SHELVING, KITCHEN EQUIPMENT, ETC. 2.REFER TO ELECTRICAL DRAWINGS FOR POWER AND DATA CONNECTIONS. REFER TO ELECTRICAL DRAWINGS FOR POWER AND DATA CONNECTIONS. 3.REFER TO SHEET a2.1i FOR FINISH SCHEDULE. REFER TO SHEET a2.1i FOR FINISH SCHEDULE. 4.OWNER TO PROVIDE THE FOLLOWING AND GC TO INSTALLOWNER TO PROVIDE THE FOLLOWING AND GC TO INSTALL
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SEE FOOD SERVICE DRAWINGS FOR BAR COUNTER EQUIPMENT
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SEE FOOD SERVICE EQUIPMENT FOR SERVER STATION EQUIPMENT
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MENU BOARD/INFORMATION MONITOR - SEE INTERIOR ELEVATIONS
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OFFICE WORK COUNTER FURNITURE SYSTEM
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COMPUTER
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TV MONITOR AND BRACKETS KITCHEN EQUIPMENT OFFICE FURNITURE TABLES AND CHAIRS
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C.1
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C
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C.7
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D
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B
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OFFICE
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RETAIL/SERVICE
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102
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STOR.
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KITCHEN
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PREP.
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KITCHEN
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MEN'S ROOM
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WOMEN'S ROOM
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CORRIDOR
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UTILITY ROOM
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STORAGE
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111
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101B
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100C
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100B
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100A
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101A
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111B
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111A
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110
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108
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107
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106B
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106A
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105
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104
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102
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103
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FRZ
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G
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G
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REF
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D
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C
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D
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CWI
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D
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CWO
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S
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C
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H
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D
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D
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D
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D
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H
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R-102
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G
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G
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G
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C
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H
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C
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C
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CONTROL
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(0.75~120,000~~2.5")
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(0.75~104,000~~2.5")
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#
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#
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######
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######
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######
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######
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######
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F.D.
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F.D.
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F.D.
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F.D.
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F.D.
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F.D.
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F.D.
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F.D.
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2
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TYP.
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TYP.
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7
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ABOVE
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7
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Furnishings & Equipment Floor Plan
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Title
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Owner
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Drawing No.
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Comm. No.
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1758
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ISSUE DATE
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Mechanical and Electrical Engineers
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Structural Engineer
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Civil Engineer & Landscape Architect
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Foodservice Designer
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07/10/2017
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22541
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me or under my direct supervision and that I am
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I hereby certify that this drawing was prepared by
SEE FLOOR PLAN a2.1 AND RCP a9.1 FOR INTERIOR INFORMATIONN
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SLOPE
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SLOPE
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SLOPE
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SLOPE
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SLOPE
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SLOPE
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SLOPE
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SLOPE
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SLOPE
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SLOPE
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SLOPE
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SLOPE
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SLOPE
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SLOPE
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3
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3
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3
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3
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3
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4
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4
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4
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6
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3
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TYP.
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TYP.
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SIM.
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1.SEE MECHANICAL & ELECTRICAL DRAWINGS FOR ROOFTOP EQUIPMENT LOCATIONS AND SEE MECHANICAL & ELECTRICAL DRAWINGS FOR ROOFTOP EQUIPMENT LOCATIONS AND PENETRATION/CURB INFORMATION. 2.PROVIDE CONTINUOUS ICE AND WATER SHIELD MEMBRANE UNDER THE ENTIRE ASPHALT PROVIDE CONTINUOUS ICE AND WATER SHIELD MEMBRANE UNDER THE ENTIRE ASPHALT SHINGLE ROOF ASSEMBLY 3.ALL SLOPED ROOFS AT 2-1/2" TO 12" PITCH ALL SLOPED ROOFS AT 2-1/2" TO 12" PITCH 4.PROVIDE CONTINUOUS REFINISHED METAL GUTTER ASSEMBLY AT ENTIRE ROOF PERIMETER, PROVIDE CONTINUOUS REFINISHED METAL GUTTER ASSEMBLY AT ENTIRE ROOF PERIMETER, LOW AND HIGH ROOF, SEE PLAN FOR DOWNSPOUT LOCATIONS
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LAMINATED ASPHALT SHINGLE ROOF ASSEMBLY OVER BUILDING PAPER NOTE: BASIS OF DESIGN PRODUCT TO MATCH ROSEVILLE COMMUNITY BUILDING AS FOLLOWS: OWENS CORNING, DURATION SHINGLES, DRIFTWOOD SEE SPECIFICATIONS
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CONTINUOUS RIDGE VENT
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PREFINISHED DOWNSPOUT AT WALL LOCATION - SEE CIVIL FOR MORE INFORMATION AT GRADE
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SOUTH FACE TO HIGH SLOPED ROOF TO BE SOLAR READY - SEE STRUCTURAL AND ELECTRICAL FOR MORE INFORMATION
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PROVIDE CONTINUOUS ICE AND WATER SHIELD MEMBRANE FULL LENGTH OF VALLEY - SEE GENERAL NOTE #2 THIS SHEET
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ARCHITECTURAL PRECAST CHIMNEY CAP OVER CONTINUOUS PREFIN. METAL BASE FLASHING - SEE DETAILS ON SHEET a4.4
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SLOPED CRICKET FRAMING, ROOFING AND FLASHING AT FACE OF STONE CHIMNEY - PROVIDE MINIMUM 6" COUNTERFLASHING AT BACK AND SIDE FACES OF STONE WITH CONTINUOUS SEALANT AT JOINTS AS REQUIRED.
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9
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LINE OF EXTERIOR WALL BELOW - FOR REFERENCE ONLY
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FLAT ROOM ASSEMBLY: FULLY ADHERED SINGLE-PLY, 90 MIL EPDM OVER TAPERED RIGID INSULATION - SLOPE 1/4" PER FOOT - SEE DETAIL 3/a2.2
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PREFINISHED DOWNSPOUT AT COLUMN LOCATION - SEE CIVIL FOR MORE INFORMATION AT GRADE
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ROOF TOP EQUIPMENT, VENTS AND PIPING PENETRATION LOCATIONS - SEE MECHANICAL - PROVIDE TREATED WOOD BLOCKING AND EXTEND 90 MIL UP FACE AND OVER TOP OF CURB AS REQUIRED - SECURE UNDER PREFIN. METAL COUNTERFLASHING
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PRIMARY ROOF DRAIN AND OVERFLOW ROOF DRAIN - SEE MECHANICAL AND 4/a2.2
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EXTEND FULLY ADHERED ROOF MEMBRANE UP ENTIRE HEIGHT OF PARAPET WALL, LAP OVER TOP OF WALL AND SECURE AT CONTINUOUS KEEPER
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PREFINISHED METAL COPING WITH CONTINUOUS KEEPER AT TOP OF FLAT ROOF PARAPET WALL ASSEMBLY - SEE DETAILS ON SHEET a5.2
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SLOPE
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SLOPE
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RIDGE
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TYP.
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ROOF MEMBRANE: FULLY ADHERED SINGLE-PLY (90 MIL)
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ROOF STRUCTURE AND EXTERIOR SHEATHING
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R-24 MINIMUM
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COVER BOARD: 1/2" PRIMED DENSDECK, SET IN LOW RISE POLYURETHANE FOAM ADHESIVE
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TAPERED INSULATION: FULLY ADHERED ISOCYANURATE - SET IN LOW RISE POLYURETHANE FOAM ADHESIVE, OFFSET LAYERS BY 50% - THICKNESS VARIES = 1/4" PER FOOT
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SELF-ADHERING VAPOR BARRIER
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BASE INSULATION: (2) LAYERS OF 2" FULLY ADHERED ISOCYANURATE, SET IN LOW RISE POLYURETHANE FOAM ADHESIVE, OFFSET LAYERS BY 50%
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ROOF MEMBRANE
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NEW ROOF DRAIN &
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SCREEN ASSEMBLY
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TYP. SUMP: " PER FT 12" PER FT SLOPE AT ALL DRAINS & SCUPPERS
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CENTER SUMP TO CENTER OF DRAIN. REFER TO ROOF PLAN FOR SUMP SIZE. PROVIDE FLUSH TRANSITION TO FLAT OR TAPERED ROOF SYSTEM
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#4 LEAD PRIMED AND SET IN ASPHALT ROOF CEMENT (BUR)
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WATER BLOCK (EPDM)
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2
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2
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2
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8
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8
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BLOCKING AS REQUIRED
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ROUND PENETRATION
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CONTINUOUS BEAD OF LAP SEALANT
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STAINLESS STEEL CLAMPING RING
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EPDM MEMBRANE
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PREMOLDED EPDM FLASHING
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PRIMER
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NOTES: 1.REMOVE ALL EXISTING FLASHINGS, LEADS, REMOVE ALL EXISTING FLASHINGS, LEADS, ETC. & CLEAN PIPE OF ALL RUST, GREASE, INSULATION, ETC. 2.PIPE MUST BE ANCHORED TO ENSURE PIPE MUST BE ANCHORED TO ENSURE STABILITY. 3.INSTALL FLASHING IN ACCORD WITH INSTALL FLASHING IN ACCORD WITH MANUFACTURER'S WRITTEN INSTRUCTIONS 4.NOT FOR USE ON PIPES EXCEEDING 180 NOT FOR USE ON PIPES EXCEEDING 180 DEGREES F.
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ROOF STRUCTURE
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2
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2
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CONT. WOOD BLOCKING ASSEMBLY
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SHEET METAL SLEEPER CAP FASTENED AT 2'-0" O.C.
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INSTALL TAPERED INSULATION AS NECESSARY TO PROVIDE FLUSH TRANSITION
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SEE DETAIL 8/a5.1 FOR ROOF ASSEMBLY INFORMATION
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ROOF STRUCTURE
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Roof Plan
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Title
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Owner
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Drawing No.
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Project
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Comm. No.
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1758
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ISSUE DATE
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Mechanical and Electrical Engineers
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Structural Engineer
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Civil Engineer & Landscape Architect
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Foodservice Designer
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07/10/2017
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22541
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me or under my direct supervision and that I am
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I hereby certify that this drawing was prepared by
PREFINISHED METAL CLAD WOOD WINDOWS WITH 1" INSULATED, TEMPERED GLASS UNITS - NOTE: ALTERNATIVE #1 - PROVIDE BIRD GLASS COATING, FACTORY APPLIED
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STONE VENEER BASE (4" THICK) AND ARCHITECTURAL PRECAST CAP OVER CONTINUOUS INSULATION, SEE DETAILS ON SHEET a5.1 & 9/a3.1.
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PREFINISHED ALUMINUM STOREFRONT DOOR AND FRAME ASSEMBLY WITH 1" INSULATED TEMPERED GLASS UNITS - NOTE: ALTERNATIVE #1 - PROVIDE BIRD GLASS COATING, FACTORY APPLIED
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PREFINISHED METAL CLAD WOOD WINDOW WITH 1" INSULATED TRANSLUCENT GLAZING - NOTE: ALTERNATE #1 BIRD GLASS COATING NOT REQUIRED FOR THIS TYPE
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LAMINATED ASPHALT SHINGLE ROOF ASSEMBLY WITH PRE-PRIMED FIBER CEMENT TRIM BOARD FASCIA ASSEMBLY, PAINT - SEE DETAILS ON SHEET a5.1
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DUAL STEEL COLUMN (PRE-PRIMED, PAINT) AND STONE BASE ASSEMBLY - SEE DETAILS ON SHEET a4.4
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PARAPET WALL AT PERIMETER OF MECHANICAL FLAT ROOF AREA - PROVIDE FIBER CEMENT PANEL LAP AND PANEL SIDING WITH CONTINUOUS PREFINISHED METAL ROOF COPING
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PRE-PRIMED FIBER CEMENT PANEL SIDING (BOARD AND BATTEN) - PAINT, INSTALLED OVER " FURRING OVER CONTINUOUS INSULATION, SEE DETAILS ON SHEET A5.112" FURRING OVER CONTINUOUS INSULATION, SEE DETAILS ON SHEET A5.1
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PRE-PRIMED FIBER CEMENT LAP SIDING - PAINT, INSTALLED OVER " FURRING OVER 12" FURRING OVER CONTINOUS INSULATION, SEE DETAILS ON SHEET a5.1
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OUTDOOR GAS FIREPLACE UNIT - BASIS OF DESIGN: a.NAPOLEON ODGR 5000 NAPOLEON ODGR 5000 b.SEE SPECIFICATIONSEE SPECIFICATION
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INSULATED HOLLOW METAL DOOR AND FRAME - PAINT
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FIREPLACE CHIMNEY ASSEMBLY - STONE VENEER FULL HEIGHT
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SLOPED CRICKET FRAMING, ROOFING AND FLASHING AT FACE OF STONE CHIMNEY - PROVIDE MINIMUM 6" COUNTERFLASHING AT BACK AND SIDE FACES OF STONE WITH CONTINUOUS SEALANT AT JOINTS AS REQUIRED
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STONE LANDSCAPE PLANTER WALL AND CAP - SEE STRUCTURAL AND CIVIL DRAWINGS
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WALL MOUNTED OUTDOOR TELEVISION (70" SHOWN, VERIFY SIZE) AND SPEAKER SYSTEM - PROVIDED BY OWNER
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OUTDOOR MILLWORK CABINET WITH LOCKABLE SLIDING DOOR PANELS - SEE DETAILS ON SHEET a4.4
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CONT. RIDGE VENT
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LOUVER - SEE MECHANICAL, PAINT TO MATCH SIDING - PROVIDE PERIMETER FIBER CEMENT TRIM BOARDS
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NOTE: 2" & 4" HIGH COURSING RANDOM LENGTH (MIN 8")
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1
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2
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2A
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2B
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2A
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2B
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2B
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PRECAST INTEGRAL COLOR STONE COPING CAP
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4" STONE VENEER: CHILTON LIMESTONE PER APPROVED MOCK UP PANEL COLOR - VARIES, GRAY MIX SIZES - VARIOUS LENGTHS, HEIGHTS TO BE 2" & 4" MATCH ON A TYPICAL COURSING TEXTURE - HONED FACE 2" HEIGHT NOMINAL 4" HEIGHT NOMINAL
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2
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1
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2A
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2B
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Exterior Elevations
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Title
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Owner
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Drawing No.
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Project
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Comm. No.
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1758
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ISSUE DATE
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Mechanical and Electrical Engineers
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Structural Engineer
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Civil Engineer & Landscape Architect
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Foodservice Designer
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07/10/2017
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22541
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me or under my direct supervision and that I am
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I hereby certify that this drawing was prepared by
EXTERIOR WALL ASSEMBLY WITH CONTINUOUS INSULATION FULL HEIGHT OVER 2X6 STUD FRAMING - SEE EXTERIOR WALL TYPE DETAILS ON SHEET a4.3
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CONTINUOUS RIGID INSULATION FROM TOP OF FOOTING TO BOTTOM OF SLAB OVER CONTINUOUS BITUMINOUS DAMP PROOFING
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CONTINUOUS RIDGE VENT
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HIGH ROOF: BLOW-IN INSULATION WITH TERMINATION AT CONTINUOUS CLOSED CELL SPRAY FOAM INSULATION AROUND STRUCTURAL STEEL FRAMING - SEE DETAILS ON SHEET a5.1
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LOW ROOF: BLOW-IN INSULATION WITH CONTINUOUS 2" X 12" WOOD FRAMING INSULATION STOPS BETWEEN TRUSSES - PROVIDE CONTINUOUS VAPOR BARRIER INSTALLED AT BOTTOM FACE OF TRUSS - SEE DETAILS ON SHEET a5.1
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PRE-ENGINEERED WOOD TRUSSES - SEE STRUCTURAL
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EXTERIOR CONCRETE PAVING AND SITE WORK - SEE CIVIL DRAWINGS
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4" CONCRETE SLAB (SEE STRUCTURAL) OVER VAPOR BARRIER ON COMPACTED FILL
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FLAT ROOF ASSEMBLY: FULLY ADHERED SINGLE-PLY, 90 MIL EPDM OVER TAPERED RIGID INSULATION - SLOPE 1/4" PER FOOT - SEE DETAIL 3/a2.2
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PROVIDE CONTINUOUS CLOSED CELL SPRAY FOAM INSULATION IN PARAPET WALL CAVITY - SEE DETAILS ON SHEET a5.2
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MECHANICAL DUCT WORK AND EQUIPMENT - SEE MECHANICAL DRAWINGS
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11
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12
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MECHANICAL DISTRIBUTION SOFFIT (RETURN AIR PLENUM) - PROVIDE FULLY ENCLOSED 5/8" GYP. BD. OVER METAL STUD FRAMING ASSEMBLY - SEE DETAILS ON SHEET a4.3 AND a4.4
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2X WOOD FRAMED DROPPED CEILING ASSEMBLY W/ PAINTED GYP. BD. FINISH, FABRIC WRAPPED ACOUSTIC PANELS AND PERIMETER LIGHT COVE - SEE RCP SHEET a9.1 FOR LAYOUT AND DETAILS
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14
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LIGHT FIXTURES - SEE SHEET a9.1 AND ELECTRICAL DRAWINGS FOR LAYOUT AND SPECIFICATIONS
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15
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FOR INTERIOR ELEVATIONS SEE SHEETS a7.1, a7.2 AND a7.3
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16
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PRE-ENGINEERED WOOD JOISTS - SEE STRUCTURAL
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17
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MILLWORK CABINET WITH LOCKABLE SLIDING DOOR PANELS AND OWNER PROVIDED, WALL MOUNTED TELEVISION - SEE WALL SECTION ON SHEET a4.4
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18
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SERVICE COUNTER MILLWORK AND DIE WALL
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19
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INTERIOR CLERESTORY WINDOW ASSEMBLY WITH 1/4" TEMPERED GLAZING
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20
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FOLDING GLASS STOREFRONT ASSEMBLY (BASIS OF DESIGN: NANAWALL)
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21
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T.O.PARAPETPARAPET
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EL. 16'-3"
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T.O. ROOF
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EL. 25'-0" (VERIFY)
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B.O. SOFFIT
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EL. 9'-6"
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B.O. SOFFIT
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EL. 18'-0"
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B.O. CANOPY
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EL. 9'-6"
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T.O. CHIMNEY
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EL. 25'-0"
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12
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2.5
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2
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1
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3
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4
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5
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6
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SEE 1/a4.1 FOR TYPICAL, SIMILAR BUILDING SECTION KEYNOTES
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12
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8
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TYP.
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CORRIDOR
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5
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a5.2
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SIM. REV.
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1
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4.1
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1
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a4.3
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B.O. SOFFIT
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EL. 18'-0"
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T.O. ROOF
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EL. 25'-0" (VERIFY)
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B.O. SOFFIT
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EL. 9'-6"
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B.O.SOFFITSOFFIT
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EL. 18'-0"
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B.O. CANOPY
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EL. 9'-6"
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T.O.CHIMNEYCHIMNEY
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EL. 25'-0"
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B
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A
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C.1
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D
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E
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F
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G
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1
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a8.2
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TYP.
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1
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a4.4
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a4.4
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SEE 1/a4.1 FOR TYPICAL, SIMILAR BUILDING SECTION KEYNOTES
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T.O. PARAPET
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EL. 16'-3"
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T.O. ROOF
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EL. 25'-0" (VERIFY)
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B.O. SOFFIT
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EL. 9'-6"
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B.O.CANOPYCANOPY
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EL. 18'-0"
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B.O. CANOPY
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EL. 9'-6"
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T.O.CHIMNEYCHIMNEY
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EL. 25'-0"
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H
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B
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A
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C.1
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D
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E
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F
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G
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12
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2.5
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12
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2.5
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5
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a5.2
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5
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-TYP.
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6
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8
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12
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10
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11
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13
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4
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a5.2
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14
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16
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3
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TYP.
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1
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2
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4
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15
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5
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8
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9
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7
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TYP.
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TYP.
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TYP.
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TYP.
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Building Sections
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Title
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Owner
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Drawing No.
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Project
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Comm. No.
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1758
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ISSUE DATE
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Mechanical and Electrical Engineers
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Structural Engineer
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Civil Engineer & Landscape Architect
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Foodservice Designer
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07/10/2017
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22541
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me or under my direct supervision and that I am
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I hereby certify that this drawing was prepared by
EXTERIOR WALL ASSEMBLY WITH CONTINUOUS INSULATION FULL HEIGHT OVER 2X6 STUD FRAMING - SEE EXTERIOR WALL TYPE DETAILS ON SHEET a4.3
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CONTINUOUS RIGID INSULATION FROM TOP OF FOOTING TO BOTTOM OF SLAB OVER CONTINUOUS BITUMINOUS DAMP PROOFING
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CONTINUOUS RIDGE VENT
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HIGH ROOF: BLOW-IN INSULATION WITH TERMINATION AT CONTINUOUS CLOSED CELL SPRAY FOAM INSULATION AROUND STRUCTURAL STEEL FRAMING - SEE DETAILS ON SHEET a5.1
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LOW ROOF: BLOW-IN INSULATION WITH CONTINUOUS 2" X 12" WOOD FRAMING INSULATION STOPS BETWEEN TRUSSES - PROVIDE CONTINUOUS VAPOR BARRIER INSTALLED AT BOTTOM FACE OF TRUSS - SEE DETAILS ON SHEET a5.1
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PRE-ENGINEERED WOOD TRUSSES - SEE STRUCTURAL
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EXTERIOR CONCRETE PAVING AND SITE WORK - SEE CIVIL DRAWINGS
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4" CONCRETE SLAB (SEE STRUCTURAL) OVER VAPOR BARRIER ON COMPACTED FILL
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FLAT ROOF ASSEMBLY: FULLY ADHERED SINGLE-PLY, 90 MIL EPDM OVER TAPERED RIGID INSULATION - SLOPE 1/4" PER FOOT - SEE DETAIL 3/a2.2
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PROVIDE CONTINUOUS CLOSED CELL SPRAY FOAM INSULATION IN PARAPET WALL CAVITY - SEE DETAILS ON SHEET a5.2
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4
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5
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6
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7
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8
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MECHANICAL DUCT WORK AND EQUIPMENT - SEE MECHANICAL DRAWINGS
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10
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11
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12
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MECHANICAL DISTRIBUTION SOFFIT (RETURN AIR PLENUM) - PROVIDE FULLY ENCLOSED 5/8" GYP. BD. OVER METAL STUD FRAMING ASSEMBLY - SEE DETAILS ON SHEET a4.3 AND a4.4
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2X WOOD FRAMED DROPPED CEILING ASSEMBLY W/ PAINTED GYP. BD. FINISH, FABRIC WRAPPED ACOUSTIC PANELS AND PERIMETER LIGHT COVE - SEE RCP SHEET a9.1 FOR LAYOUT AND DETAILS
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14
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LIGHT FIXTURES - SEE SHEET a9.1 AND ELECTRICAL DRAWINGS FOR LAYOUT AND SPECIFICATIONS
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15
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FOR INTERIOR ELEVATIONS SEE SHEETS a7.1, a7.2 AND a7.3
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16
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PRE-ENGINEERED WOOD JOISTS - SEE STRUCTURAL
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17
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MILLWORK CABINET WITH LOCKABLE SLIDING DOOR PANELS AND OWNER PROVIDED, WALL MOUNTED TELEVISION - SEE WALL SECTION ON SHEET a4.4
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18
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SERVICE COUNTER MILLWORK AND DIE WALL
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19
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INTERIOR CLERESTORY WINDOW ASSEMBLY WITH 1/4" TEMPERED GLAZING
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20
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FOLDING GLASS STOREFRONT ASSEMBLY (BASIS OF DESIGN: NANAWALL)
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21
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B.O. SOFFIT
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EL. 18'-0"
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T.O. ROOF
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EL. 25'-0" (VERIFY)
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B.O. SOFFIT
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EL. 9'-6"
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B.O.SOFFITSOFFIT
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EL. 18'-0"
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B.O. CANOPY
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EL. 9'-6"
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12
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2.5
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2
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1
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3
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4
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5
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6
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7
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12
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2.5
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CORRIDOR
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SEE 1/a4.1 AND 1/a4.2 FOR TYPICAL, SIMILAR BUILDING SECTION KEYNOTES
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21
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20
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16
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1
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a4.3
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B.O.SOFFITSOFFIT
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EL. 18'-0"
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T.O. ROOF
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EL. 25'-0" (VERIFY)
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B.O. SOFFIT
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EL. 9'-6"
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B.O. SOFFIT
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EL. 18'-0"
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B.O. CANOPY
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EL. 9'-6"
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T.O. CHIMNEY
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EL. 25'-0"
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12
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2.5
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12
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2.5
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2
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3
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4
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5
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6
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7
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SEE 1/a4.1 FOR TYPICAL, SIMILAR BUILDING SECTION KEYNOTES
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13
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20
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13
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8
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7
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SIM. REV.
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TYP.
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2
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a4.3
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3
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a4.3
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Title
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Owner
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Project
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Comm. No.
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1758
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ISSUE DATE
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Mechanical and Electrical Engineers
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Structural Engineer
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Civil Engineer & Landscape Architect
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Foodservice Designer
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07/10/2017
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22541
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me or under my direct supervision and that I am
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I hereby certify that this drawing was prepared by
HAND FRAME SOFFIT ASSEMBLY AS REQUIRED - VERIFY WITH PRE-ENGINEERED TRUSS MANUF.
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SOFFIT PANEL ASSEMBLY TO BE INSTALLED BELOW STEEL BEAM AND PLATE ASSEMBLY - SEE STRUCTURAL
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GRID
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GRID
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GRID
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GRID
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GRID
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4
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PLAN DETAIL - LOW
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1-1/2" = 1'-0"
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3
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PLAN DETAIL - HIGH
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1-1/2" = 1'-0"
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2
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SECTION DETAIL
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1-1/2" = 1'-0"
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NEW PRECAST CONC. CAP SLOPED 1/4" PER FOOT FROM CENTER POINT OF CAP IN EACH DIRECTION: CHAMFER ALL EDGES AND CORNERS WITH 1/4" RADIUS SET IN MORTAR WITH INTEGRAL ANCHOR PINS OVER CONTINUOUS COPPER CAP FLASHING PROVIDE DRIP GROOVE ON UNDERSIDE OF CAP, ALL SIDES
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STEEL COLUMN AND BASE PLATE, SEE STRUCTURAL
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NEW PRECAST CONC. CAP SLOPED 1/4" PER FOOT FROM CENTER POINT OF CAP IN EACH DIRECTION: CHAMFER ALL EDGES AND CORNERS WITH 1/4" RADIUS SET IN MORTAR WITH INTEGRAL ANCHOR PINS OVER CONTINUOUS COPPER CAP FLASHING PROVIDE DRIP GROOVE ON UNDERSIDE OF CAP, ALL SIDES
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PROVIDE 3/8" SOFT JOINT (CONT. SEALANT) BETWEEN PRECAST CAP AND STEEL COLUMN
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PROVIDE 3/8" SOFT JOINT (CONT. SEALANT) BETWEEN PIECES OF PRECAST CAP
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CUT TOP CMU COURSE AS REQUIRED TO FIT AROUND STEEL COLUMN AND BASE PLATE ASSEMBLY, GROUT CORE SOLID
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STONE VENEER, PROVIDE COTTON ROPE WEEPS ABOVE GRADE AT BASE ALL FOUR SIDES
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B
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B.O. SOFFIT
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EL. 9'-6"
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B.O. TRUSS
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EL. 9'-6"
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T.O. CHIMNEY
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EL. 25'-0"
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B.O. TRUSS
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EL. 18'-0"
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INDOOR STONE VENEER AND STONE MANTEL
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INDOOR FIREPLACE, FLOOR MOUNTED - DIRECT VENT TO TOP OF CHIMNEY, VERIFY ROUTE PER MANUF. RECOMMENDATIONS
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OUTDOOR FIREPLACE, (ZERO CLEARANCE, NON-VENTED) - SHIM TO ALLOW MOISTURE DRAINAGE FROM WALL CAVITY TO EXTERIOR
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CONT. INSULATION AND DAMPROOFING AT FACE OF PRIMARY FOUNDATION WALL - PROVIDE CONT. ADHERED CONDITION BETWEEN DAMPROOFING AND WEATHER BARRIER ABOVE.
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OUTDOOR MILLWORK T.V. CABINET WITH SLIDNG PANEL DOORS AND LOCKABLE HARDWARE
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INDOOR MILLWORK T.V. CABINET WITH SLIDNG PANEL DOORS AND LOCKABLE HARDWARE - SEE a7.1 AND a7.2 FOR DETAILS
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OUTDOOR STONE VENEER AND STONE MANTEL
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MECHANICAL DISTRIBUTION SOFFIT (RETURN AIR PLENUM) - HEAVY GAUGE METAL STUD FRAMING WITH GYP. BD. ALL FOUR SIDES
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STONE VENEER TO RUN CONTINUOUS THROUGH TRUSS SPACE
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PROVIDE STEP FLASHING AND COUNTER FLASHING AT JOINT BETWEEN ROOF AND STONE VENEER
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ARCHITECTURAL PRECAST CHIMNEY CAP SET IN MORTAR OVER CONTINOUS COPPER FLASHING, FULL WIDTH AND LENGTH OF CHIMNEY ASSEMBLY
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ROOF SADDLE (CRICKET) FRAMING, ROOFING AND CONT. FLASHING
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DROPPED CEILING ASSEMBLY - SEE RCP ON SHEET a9.1
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ROUTE FIREPLACE VENTING THROUGH COLD CHIMNEY SPACE AS REQUIRED - VERIFY WITH MANUF. RECOMMENDATIONS
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CONT. BLOWN-IN INSULATION WITH CONT. CLOSED CELL SPRAY FOAM AROUND PERIMETER OF STEEL BEAM
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FRAME BACK OF WALL CHIMNEY FROM TOP OF STEEL BEAM
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EXTEND CONT. INSULATION TO STEEL BEAM - WRAP WEATHER BARRIER OVER TOP OF WALL AND ENCAPSULATE IN CLOSED CELL SPRAY FOAM INSULATION FOR CONT. SEAL
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HEADER AND STEEL LINTEL AS REQUIRED AT OPENING ABOVE MILLWORK
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VAPOR RETARDER MEMBRANE UNDER CONCRETE SLAB
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POURED CONCRETE BASE W. MIN. SLOPE TO ALLOW MOISTURE DRAINAGE
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CONTINUOUS WEATHER BARRIER ON SCOPED SLOPED CONCRETE BASE TO ALLOW MOISTURE DRAINAGE
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CONT. VAPOR RETARDER SHOWN DASHED - ENCAPSULATE IN CLOSED CELL SPRAY FOAM FOR CONT. SEAL
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INTERIOR
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PROVIDE A METAL STUD FRAMED CEMENT BOARD ENCLOSURE AROUND ENTIRE FIRE PLACE UNIT WITHIN CAVITY AREA
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NOTE: SEE STRUCTURAL FOR ALL STEEL LINTEL INFORMATION AND CLEARANCES AT STONE VENEER WALL ASSEMBLY TO ROOF LINE ASSEMBLY
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PROVIDE A METAL STUD FRAMED CEMENT BOARD ENCLOSURE AROUND ENTIRE FIRE PLACE UNIT WITHIN CAVITY AREA
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STONE VENEER AT BACK AND SIDES OF CHIMNEY
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Wall Sections
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1
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WALL SECTION
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3/4"=1'-0"
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1
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WALL SECTION @ CHIMNEY
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3/4"=1'-0"
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Title
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Owner
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Drawing No.
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Project
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Comm. No.
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1758
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ISSUE DATE
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Mechanical and Electrical Engineers
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Structural Engineer
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Civil Engineer & Landscape Architect
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Foodservice Designer
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07/10/2017
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22541
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me or under my direct supervision and that I am
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I hereby certify that this drawing was prepared by
4" GROOVED ENGINEERED PLYWOOD SOFFIT PANEL CONNECTED TO BOTTOM CHORD OF TRUSS - STAIN
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3" PREFINISHED CONTINUOUS SOFFIT VENT WITH INSECT SCREEN, MATCH COLOR OF SOFFIT STAIN - ORIENT PERPENDICULAR TO ROOF FRAMING
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PRE-ENGINEERED WOOD TRUSS - SEE STRUCTURAL - MAINTAIN CONT. AIR SPACE TO SOFFIT AT TOP CHORD
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TYPICAL FASCIA ASSEMBLY: PRE-PRIMED VERTICAL 5/4 x 8" FIBER CEMENT TRIM BOARDS AND HORIZONTAL 5/4 X 6" TRIM BOARD - PAINT
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CONT. 1" X 3" CEDAR TRIM BOARD, - STAIN, SEE SHEET a9.1 FOR LAYOUT
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TYPICAL TOP OF WALL ASSEMBLY: PRE-PRIMED VERTICAL 5/4 x 8" FIBER CEMENT TRIM BOARD (PAINT) AND HORIZONTAL 1 X 3" CEDAR TRIM BOARD (STAIN) - PROVIDE CONT. SEALANT AT JOINT TO LAP SIDING
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NOTE: SEE INTERIOR FINISHES SHEET a2.1i AND RCP SHEET a9.1 FOR MORE INFORMATION
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B.O. ROUGH OPENING
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EL. 3'-2"
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T.O. ROUGH OPENING
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EL. 7'-2"
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B.O. TRUSS
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EL. 9'-6"
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B.O. CEILING
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EL. 8'-0"
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1
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DETAIL - TYPICAL WALL TO ROOF TRANSITION
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1 1/2"=1'-0"
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2
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DETAIL - TYPICAL WALL BASE
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1 1/2"=1'-0"
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3
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DETAIL - TYPICAL WINDOW HEAD
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1 1/2"=1'-0"
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4
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DETAIL - TYPICAL WINDOW SILL
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1 1/2"=1'-0"
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5
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DETAIL - TYPICAL WINDOW JAMB
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1 1/2"=1'-0"
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6
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DETAIL - TYPICAL CLERESTORY WINDOW
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1 1/2"=1'-0"
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EXTERIOR
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INTERIOR
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BUILDING WRAP TO WRAP OVER ROUGH OPENING WITH PAN FLASHING ABOVE
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2
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FROM CENTERLINE OF STUD
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FROM CENTERLINE OF STUD
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BLOWN-IN INSULATION
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CONT. PREFIN. DRIP EDGE
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CONT. PREFIN. GUTTER
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SEE ROOF PLAN FOR ASSEMBLY OVER EXTERIOR SHEATHING (SEE STRUCT.)
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CONT. TREATED 2X12 WOOD BLOCKING INSULATION STOP
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WRAP EXTERIOR WEATHER BARRIER OVER TOP OF WALL, WRAP INTERIOR VAPOR BARRIER AT BOTTOM CHORD OF TRUSS OVER FACE OF EXTERIOR INSULATION - PROVIDE CONT. WEATHER TAPE SEAL AT OVERLAPPING MATERIAL JOINT
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2
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1
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ARCHITECTURAL PRECAST STONE CAP, SLOPE, SET IN MORTAR WITH ANCHOR PIN CONNECTIONS TO STONE VENEER BELOW AND ANCHOR TO SUPPORT ANGLE AS REQUIRED
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GROUT AIR SPACE SOLID BETWEEN STONE AND CONT. INSULATION
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CONT. 2-1/2" RIGID INSULATION AT FACE OF FOUNDATION WALL OVER DAMPROOFING, PROVIDE BOND BREAKER MATERIAL AT CONC. SLAB AS REQUIRED
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WRAP BITUMINOUS DAMPROOFING OVER TOP OF CMU AND EXTEND CONT. SELF-ADHERING WEATHER BARRIER OVER DAMPROOFING
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TREATED WOOD BLOCKING FULL THICKNESS OF INSULATION FOR ANCHORING STEEL ANGLE STONE CAP SUPPORT - ELEVATION VARIES PER STONE CAP LOCATIONS
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CONT. VAPOR BARRIER BELOW SLAB WITH SEALED JOINTS (TAPE) - WRAP DOWN FACE OF FOUNDATION WALL FULL DEPTH OF COMPACTED FILL
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SEE TYPICAL NOTES ON DETAIL 1/a5.1
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TREATED SILL PLATE OVER SILL GASKET MEMBRANE - SEE STRUCTURAL
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CONT. 2'-0" TALL SECTION OF HIGH DENSITY RIGID INSULATION (60 PSI)
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CONTINUOUS SST FLASHING AND COTTON ROPE WEEPS, ANCHOR FLASHING THROUGH HIGH DENSITY RIGID INSULATION BASE, STRIP IN BETWEEN LAYERS OF SELF ADHERING WEATHER BARRIER
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T.O. PRECAST STONE CAP
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EL. VARIES SEE a3.1
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METAL CLAD WOOD WINDOW ASSEMBLY WITH 1" INSULATED GLAZING (BIRD GLASS, ALTERNATE #1), WITH STEP EXTENSION HEAD TRIM BY WINDOW SUPPLIER - STAIN
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WOOD WINDOW CASING AND TRIM - STAIN, SEE SHEETS a7.2 AND a7.3 FOR MORE INFO.
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1
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SEE TYPICAL NOTES ON DETAIL 2/a5.1
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CONT. SEALANT AND PREFIN. MTL. FLASHING
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WOOD SILL CAP - STAIN
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T.O.PRECAST STONE CAPPRECAST STONE CAP
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EL. VARIES SEE a3.1
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EXTEND WEATHER BARRIER OVER TOP OF WALL TO STEEL FRAMING AND SECURE WITH WEATHER SEAL (TAPE) AS REQUIRED, ENCAPSULATE IN CLOSED CELL SPRAY FOAM INSULATION
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CONT. CLOSED CELL SPRAY FOAM INSULATION TO ENCLOSE STEEL BEAM ASSEMBLY, TYP. ENTIRE PERIMETER OF ROOF
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SEE TYPICAL WINDOW NOTES ON DETAILS 3/a5.1 AND 4/a5.1
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PRE-ENGINEERED WOOD TRUSS - SEE STRUCTURAL - MAINTAIN CONT. AIR SPACE TO SOFFIT AT TOP CHORD
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CONT. PREFIN. METAL FLASHING OVER TOP OF FIBER CEMENT TRIM BOARD, SET IN BED OF SEALANT
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HEAVY GAUGE METAL STUD FRAMING AND GYP. BD. SOFFIT ENCLOSURE (SOFFIT USED AS RETURN AIR PLENUM)
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INSULATED HVAC - SEE MECH.
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PROVIDE CONT. INSULATION, WEATHER BARRIER AND EXTERIOR SHEATHING AT TRUSS TO WALL FRAMING - NOTCH ASSEMBLIES AS REQUIRED AND PROVIDE CONT. SEALANT TO CREATE WEATHER SEAL
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NOTE: CONTRACTOR RESPONSIBLE FOR SEQUENCING OF CONSTRUCTION TO PROVIDE CONTINOUS WEATHER BARRIER FROM FOUNDATION TO EXTERIOR WALL TO ROOF
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TURN BUILDING WRAP UNDERLAYMENT UP WALL AND COVER WITH STEP FLASHING AND LAMINATED ASPHALT SHINGLES
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SURFACE MOUNTED PREFIN COUNTER FLASHING (ANCHORED THROUGH INSULATION TO WALL SHEATHING) STRIP IN WITH WEATHER BARRIER UP BEHIND SIDING
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PROVIDE HAND FRAMED SOFFIT ASSEMBLY AS REQUIRED - VERIFY WITH PRE-ENGINEERED TRUSS MANUFACTURER, SEE STRUCTURAL
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EXTEND VAPOR BARRIER TO STEEL FRAMING AND SECURE WITH WEATHER SEAL (TAPE) AS REQUIRED, BURY IN CLOSED CELL SPRAY FOAM INSULATION
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TYPICAL FIBER CEMENT PANEL RAINSCREEN DETAIL - PROVIDE 1/2" THICK X 1-1/2" WIDE TREATED WOOD FURRING SPACED 16" O.C. - ANCHOR THROUGH CONT. INSUL. TO STUD FRAMING
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STEP JAMB WITH EXTENSOIN JAMBS - STAIN, BY WINDOW SUPPLIER
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CONT. SEALANT AND ROD BACKER AT PERIMETER, TYP.
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CONT. TREATED BLOCKING, WRAP WEATHER BARRIER INTO ROUGH OPENING AND SET WINDOW FLANGE
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FIBER CEMENT TRIM BOARD - VARIES, SEE ELEVATIONS ON a3.1
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TREATED WOOD BLOCKING FULL THICKNESS OF INSULATION FOR ANCHORING STEEL ANGLE STONE CAP SUPPORT - ELEVATION VARIES PER STONE CAP LOCATIONS
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CONT. PREFIN. METAL FLASHING OVER TOP OF FIBER CEMENT TRIM BOARD, ANCHOR AT BLOCKING AND STRIP IN BETWEEN LAYERS OF WEATHER BARRIER
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TREATED WOOD BLOCKING FULL THICKNESS OF INSULATION - WRAP WEATHER BARRIER INTO ROUGH OPENING AND SET WINDOW FLANGE
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CONT. PREFIN. METAL FLASHING OVER TOP OF STONE CAP, ANCHOR THROUGH CONT. INSULATION AND STRIP IN BETWEEN LAYERS OF WEATHER BARRIER
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Title
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Owner
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Drawing No.
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Project
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Comm. No.
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1758
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ISSUE DATE
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Mechanical and Electrical Engineers
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Structural Engineer
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Civil Engineer & Landscape Architect
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Foodservice Designer
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07/10/2017
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22541
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me or under my direct supervision and that I am
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I hereby certify that this drawing was prepared by
WOOD STUD FRAMING AND GYP. BD. WALL ASSEMBLY, PROVIDE WOOD BLOCKING AS REQUIRED AT STEEL BEAM - SEE INTERIOR ELEVATION SHEETS FOR TYPICAL WOOD TRIM DETAILS
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CONT. SEALANT AND ROD BACKER AT JOINT BETWEEN STOREFRONT AND FIBER CEMENT TRIM BOARD, FULL PERIMETER
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PREFIN. ALUMINUM STOREFRONT DOOR AND FRAME ASSEMBLY WITH TEMPERED GLASS UNITS, WRAP CONT. WEATHER BARRIER INTO ROUGH OPENING AND SET FRAME
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FACE OF STONE VENEER TO ALIGN WITH ROUGH OPENING - ADJUST DEPTH OF AIR SPACE AS REQUIRED - PROVIDE CONT. SEALANT AT JOINT BETWEEN STONE AND ALUMINUM STOREFRONT ASSEMBLY
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LINE OF PRECAST STONE CAP ABOVE
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PROVIDE CONT. SEALANT AT JOINT BETWEEN PRECAST STONE CAP AND ALUMINUM STOREFRONT ASSEMBLY
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3
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PLAN DETAIL - TYP. EXTERIOR DOOR JAMB - LOW CONDITION
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1-1/2" = 1'-0"
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2
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PLAN DETAIL @ OPERABLE PARTITION POCKET WALL - LOW CONDITION
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1-1/2" = 1'-0"
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5
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SECTION DETAIL @ FLAT ROOF PARAPET WALL ASSEMBLY
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1-1/2" = 1'-0"
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4
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SECTION DETAIL @ FLAT ROOF TRANSITION TO WALL
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1-1/2" = 1'-0"
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PRE-ENGINEERED WOOD JOISTS - SEE STRUCTURAL
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FULLY ADHERED FLAT ROOF ASSEMBLY (90 MIL EPDM) OVER RIGID INSULATION - SEE TYP. DETAIL 3/a2.2
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RETURN STONE VENEER ASSEMBLY TO FACE OF CONT. INSULATION/WOOD BLOCKING - PROVIDE CONT. SEALANT AND ROD BACKER AT JOINT BETWEEN STONE AND WALL
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1
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2
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INSULATED HVAC - SEE MECH. - COORD. LOCATIONS OF THROUGH WALL OPENINGS INTO DISTRIBUTION SOFFIT - PROVIDE CONT. SEALANT AS REQUIRED
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EXTERIOR
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INTERIOR
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PRE-ENGINEERED WOOD TRUSS - SEE STRUCTURAL
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BLOWN-IN INSULATION
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HEAVY GAUGE METAL STUD FRAMING AND GYP. BD. SOFFIT ENCLOSURE (SOFFIT USED AS RETURN AIR PLENUM)
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PROVIDE CONT. INSULATION, WEATHER BARRIER AND EXTERIOR SHEATHING AT TRUSS TO WALL FRAMING - NOTCH ASSEMBLIES AS REQUIRED AND PROVIDE CONT. SEALANT TO CREATE WEATHER SEAL
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TURN BUILDING WRAP UNDERLAYMENT UP WALL AND COVER WITH STEP FLASHING AND LAMINATED ASPHALT SHINGLES
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SURFACE MOUNTED PREFIN COUNTER FLASHING (ANCHORED THROUGH INSULATION TO WALL SHEATHING) STRIP IN WITH WEATHER BARRIER UP BEHIND SIDING
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WRAP EXTERIOR WEATHER BARRIER TO BOTTOM CHORD OF TRUSS/CEILING, EXTEND INTERIOR VAPOR BARRIER AT BOTTOM CHORD OF TRUSS TO STEEL BEAM - PROVIDE CONT. WEATHER TAPE SEAL AT OVERLAPPING MATERIAL JOINT
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STEEL FRAME ASSEMBLY - SEE STRUCTURAL
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SECUREMENT STRIP WITH FASTENER AND 2" METAL PLATE AT 1'-0" O.C. SET IN BONDING ADHESIVE
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PRE-FINISHED METAL FLASHING. SECURE @ WALL BETWEEN LAYERS OF WATER/AIR/VAPOR BARRIER COATING
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CONT. PREFIN. METAL FLASHING OVER TOP OF 5/4 X 8 FIBER CEMENT TRIM BOARD, ANCHOR THROUGH CONT. INSULATION TO SHEATHING AND STRIP IN BETWEEN LAYERS OF WEATHER BARRIER
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ADHERE SINGLE PLY EPDM TO PLYWOOD, EXTEND OVER TOP OF WALL AND CONTINUE DOWN OTHER SIDE TO ROOF - SECURE @ CONT. KEEPER AS REQUIRED
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ADHERE SINGLE PLY EPDM TO PLYWOOD ADDED TO FACE OF CONT. INSUL., EXTEND UP AND SECURE BEHIND FLASHING OVER WEATHER BARRIER
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PRE-FINISHED METAL COPING W/CONT. KEEPER OVER CONT. SLOPED WOOD BLOCKING - ANCHOR THROUGH FIBER CEMENT TRIM BOARD AND PROVIDE CONT. SEALANT AT JOINT BETWEEN TRIM BOARD AND COPING
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EXTEND CONT. WEATHER BARRIER OVER TOP OF WALL AND SECURE AT BLOCKING UNDER SINGLE PLY EPDM
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FILL STUD CAVITY WITH CONT. CLOSED CELL SPRAY FOAM INSULATION, TERMINATED AT WOOD BLOCKING
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2
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2
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CONT. SEALANT AND ROD BACKER AT JOINT BETWEEN STOREFRONT AND GYP. BD., FULL PERIMETER
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SIM.
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RETURN GYP. BD. WALL FINISH TO INSIDE FACE OF ALUMINUM STOREFRONT ASSEMBLY - SEE INTERIOR ELEVATION SHEETS FOR TYPICAL WOOD TRIM DETAILS
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2
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Title
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Owner
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Drawing No.
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Project
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Comm. No.
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1758
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ISSUE DATE
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Mechanical and Electrical Engineers
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Structural Engineer
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Civil Engineer & Landscape Architect
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Foodservice Designer
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07/10/2017
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22541
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me or under my direct supervision and that I am
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I hereby certify that this drawing was prepared by
RETAIL/SERVICE EAST ELEVATION - FRONT SERVICE COUNTER
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1/4"=1'-0"
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6
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RETAIL/SERVICE EAST ELEVATION - BACK COUNTER
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1/4"=1'-0"
EXTERIOR WINDOW TYPES (ALL WINDOWS FIXED)
····
·
·
·
DOOR & OPENING SCHEDULE
DOOR AND HARDWARE NOTES
DOOR TYPES
·
·
·
DOOR FRAME TYPES
DOOR AND WINDOW TYPES
emanuelson-podas
a8.1
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NOTE: BASIS OF DESIGN: ANDERSEN E-SERIES AUXILIARY PREFINISHED METAL CLAD WOOD WINDOWS WOOD SPECIE TO BE MIX FIR WOOD STAIN FINISH TO MATCH ARCHITECTS SAMPLE SEE TYPICAL DETAILS ON SHEET a5.1 ALTERNATIVE #1: "BIRD-FRIENDLY" GLAZING, FACTORY INSTALLED - SEE ALTERNATIVE "BIRD-FRIENDLY" GLAZING, FACTORY INSTALLED - SEE ALTERNATIVE DESCRIPTION IN SPECIFICATIONS SILK SCREEN COLOR: V948 MEDIUM GRAY VIRASPAN SILK SCREEN PATTERN: " HORIZONTAL LINES ALTERNATING WITH " SPACES, EQUATING TO 18" HORIZONTAL LINES ALTERNATING WITH " SPACES, EQUATING TO 12" SPACES, EQUATING TO 20% COVERAGE
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W9 CLAD WOOD
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W7 CLAD WOOD TRANSLUCENT GLAZING
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W10 CLAD WOOD
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W11 CLAD WOOD
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W1 CLAD WOOD
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W2 CLAD WOOD
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W3 CLAD WOOD
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W4 CLAD WOOD
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W5 CLAD WOOD
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W6 CLAD WOOD
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W8 CLAD WOOD TRANSLUCENT GLAZING
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TSHNO
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DOOR
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NUMBER
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HARDWARE
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FRAME
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FRAME
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SIZE (WxH)
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TYPE
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GROUP
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REMARKS
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DOOR SIZE
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(WxH)
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DOOR
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TYPE
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101A
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101B
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102
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103
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104
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105
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106A
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106B
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107
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108
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111A
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3'-4" x 7'-2"
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3'-0" x 7'-0"
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3'-4" x 7'-2"
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3'-0" x 7'-0"
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3'-4" x 7'-2"
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3'-0" x 7'-0"
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3'-4" x 7'-2"
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3'-4" x 7'-2"
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3'-0" x 7'-0"
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3'-4" x 7'-2"
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3'-0" x 7'-0"
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3'-4" x 7'-2"
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3'-0" x 7'-0"
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3'-4" x 7'-2"
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111B
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3'-0" x 7'-0"
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3'-4" x 7'-2"
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D-SIM
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D
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D
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D-SIM
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D
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D
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A
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A
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B
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C
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A
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A
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CARD
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READER
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SEE REMARKS
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2
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2
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2
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2
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1
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1
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3
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1
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1
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1
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INSUL. EXTERIOR DOOR
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A.ALL NEW HARDWARE TO BE LEVER TYPE ACCESSIBLE. CONTRACTOR TO PROVIDE HARDWARE SCHEDULE FOR REVIEW AND APPROVAL BY OWNER AND ARCHITECT.ALL NEW HARDWARE TO BE LEVER TYPE ACCESSIBLE. CONTRACTOR TO PROVIDE HARDWARE SCHEDULE FOR REVIEW AND APPROVAL BY OWNER AND ARCHITECT.
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HOLLOW METAL - PAINT.
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DOOR TYPE C
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DOOR TYPE B
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ALUM.
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DOOR TYPE D
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1/4" TEMP GLASS PANEL
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SOLID WOOD - 6 PANEL
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DOOR TYPE A
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SPECIES: PLAIN SLICED
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NOTE: WOOD STAIN FINISH TO MATCH ARCHITECT'S SAMPLE. SEE i2.1 FOR ADD'L FINISH INFO. ALL GLASS TO BE TEMPERED AS REQ'D BY LOCAL AND NATIONAL CODE.
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NOTE: CONTRACTOR TO VERIFY ALL DOOR/FRAME SIZES AND ROUGH OPENING SIZES W/DOOR SUPPLIER PRIOR TO FRAMING
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100A
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100B
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3'-0" x 7'-0"
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109
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3'-0" x 7'-0"
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3'-0" x 7'-0"
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110
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100C
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3'-0" x 7'-0"
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3'-0" x 7'-0"
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3'-0" x 7'-0"
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3'-0" x 7'-0"
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3'-0" x 7'-0"
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3'-0" x 7'-0"
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3'-0" x 7'-0"
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3'-4" x 7'-2"
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3'-4" x 7'-2"
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3'-4" x 7'-2"
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3'-4" x 7'-2"
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3'-4" x 7'-2"
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3'-4" x 7'-2"
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3'-0" x 7'-0"
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3'-0" x 7'-0"
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A
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D
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A
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A
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A
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FRAME TYPE 2
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FRAME TYPE 1
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NOTE: CONTRACTOR TO VERIFY ALL DOOR/FRAME SIZES AND ROUGH OPENING SIZES W/DOOR SUPPLIER PRIOR TO FRAMING
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B.ALL HARDWARE GROUPS TO BE PER MN ACCESSIBILITY STANDARDSALL HARDWARE GROUPS TO BE PER MN ACCESSIBILITY STANDARDS
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HOLLOW METAL, PAINT
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ALUMINUM STOREFRONT, PREFINISHED
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PREFINISHED ALUM.
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ELIASON
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WHITE OAK - STAIN
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SEE REMARKS
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1
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2
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1
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1
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1
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INSUL. EXTERIOR DOOR
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FOLDING GLASS WALL ASSEMBLY
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FOLDING GLASS WALL ASSEMBLY
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01
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11
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09
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03
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04
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02
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07
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06
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10
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10
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05
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05
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01
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11
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11
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06
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08
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(BI-SWING) KITCHEN DOOR
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GLASS PORTHOLE
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SST KICKPLATE
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FRAME TYPE 3
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HOLLOW METAL, PAINT
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CASED OPENING FRAME (FLAT FACE)
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Title
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Owner
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Drawing No.
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Project
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Comm. No.
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1758
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ISSUE DATE
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Mechanical and Electrical Engineers
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Structural Engineer
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Civil Engineer & Landscape Architect
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Foodservice Designer
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07/10/2017
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22541
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me or under my direct supervision and that I am
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I hereby certify that this drawing was prepared by
